长岛县海洋产业结构优化研究

21世纪是海洋的世纪,科学利用海洋资源、发展海洋经济是实现人类社会可持续发展的重要途径。海岛地区,要在新一轮竞争中抢占发展先机、实现新的跨越,必须加快产业结构调整,推动产业转型提质增效。对此,以长岛为例,对海洋产业结构优化进行了专题研究。     

中国“四纵四横”高铁网络可达性综合评估与对比

传统测算可达性的方法较为单一,缺乏多层面、多角度的综合研究和对比分析。基于时间、经济与重心视角利用可达性模型并结合ArcGIS 空间分析手段探究高铁通车前后沿线城市可达性的动态变化;利用综合变异系数、层级分析法和改进的哈夫模型分析高铁可达性空间演变特征及规律,构建高铁可达性评价体系并结合熵权法定量评估各高铁可达综合实力。研究表明：京广、京沪可达综合实力最强,沪昆、杭福深次之,沪汉蓉、哈大、青太再次之,郑西、兰新可达实力最弱;全国高铁可达性强弱变化呈明显地带性规律,东、中部高铁可达性强于东北,东北强于西部,纵向高铁强于横向;经济潜力的增加率明显高于加权平均旅行时间的减少率,可达性重心偏移驱使不同等时圈蔓延交叠;高铁以“核心—核心”逐步向“核心—网络”空间链接模式过渡,产生上海、北京、广州、深圳4 个高铁“国家服务中心”,天津、武汉、重庆等6 个“大区域服务中心”,形成“多中心”高铁服务格局以及日益庞大而复杂的高铁特质空间集群;高铁网络影响下的中国区域空间格局的渐变与重塑日趋复杂,“T”型轴带呈现出由空间极化向空间均衡转变,跨城流动性特征突显,加速空间对接与同城化进程。     

伊犁盆地伊昭井田煤层煤质特征研究

伊昭井田位于伊犁盆地中西部,煤层资源储量36亿t。赋煤层位为侏罗世水西沟群西山窑组,共含煤12层,其中可采煤层6层,3号煤层和5号煤层为井田主采煤层。对各煤层特征进行了研究,总结了各煤层特征及赋存规律及各煤层煤质特征及工业利用方向。对指导伊犁盆地的煤炭勘查、开发利用及生产布局具有积极意义。     

东昆仑东段巴隆地区朝火鹿陶勒盖花岗闪长岩体锆石U-Pb年龄、地球化学及其地质意义

东昆仑造山带晚古生代—早中生代由于布青山-阿尼玛卿洋的俯冲发育有大量岛弧型花岗岩类。选取东昆北巴隆地区朝火鹿陶勒盖花岗闪长岩体寄主岩和闪长质暗色微粒包体进行了岩相学、LA-ICP-MS锆石U-Pb年代学及地球化学研究。结果表明,岩体寄主岩的结晶年龄为242.3±1.3Ma,暗色微粒包体结晶年龄为241.2±0.8Ma,显示其形成于中三叠世;寄主岩和暗色微粒包体A/CNK值介于0.86~1.06之间,为准铝质-弱过铝质;稀土元素总量分别为119×10~(-6)~170×10~(-6)、189×10~(-6),稀土元素配分模式显示右倾型,具有负Eu异常;岩石富集Rb、Ba、Th等大离子亲石元素,亏损Nb、Ta、Ti等高场强元素,具有弧岩浆岩特征。野外及岩相学特征均显示包体为基性岩浆进入酸性岩浆快速冷凝形成的,为俯冲板片断离导致幔源岩浆上侵形成的岩浆混合作用的产物,是布青山-阿尼玛卿洋俯冲晚期的岩浆记录。     

东昆仑东段布青山地区上二叠统格曲组物源分析及其构造意义

对东昆仑东段布青山得力斯坦地区出露的上二叠统格曲组砾岩层进行砾石成分、砾度统计及系统的LA-ICP-MS锆石UPb年龄谱分析。结果表明,格曲组砾岩层砾石成分以石英岩和花岗岩为主,硅质岩和基性岩次之,砂岩和灰岩较少,砾石的分散系数为1.54~2.02,该套砾岩为近源快速堆积的产物。砾岩碎屑锆石U-Pb年龄可分为3组:1早奥陶世—晚志留世年龄组为499~409Ma,峰值年龄为426Ma,对应早古生代末期原特提斯洋向北俯冲碰撞产生的一系列构造岩浆事件;2新元古代年龄组为744~619Ma,峰值年龄为744Ma,对应于全球Rodinia超大陆裂解事件;3古元古代年龄组为2443Ma,对应东昆仑地区古元古代构造岩浆热事件。结合碎屑锆石年龄及沉积学特征综合分析,花岗质砾石来源于北侧东昆仑造山带加里东期岩浆弧,沉积岩砾石则可能来自造山带早期的沉积地层,石英岩及其他变质岩砾石则多来自东昆仑基底变质岩系。综合判别,格曲组为一套沉积于活动大陆边缘环境的滨浅海相磨拉石建造,代表南侧古特提斯洋向北俯冲开始的构造阶段,是初始俯冲的沉积构造响应。     

Simulating train moving loads in physical model testing of railway infrastructure and its numerical calibration

Ballastless high-speed railways have dynamic performances that are quite different from those of conventional ballasted railways. The essential dynamic characteristics of high-speed railways due to passing train wheels, such as the cyclic effect, moving effect, and speed effect, were put forward and discussed. A full-scale accelerated railway testing platform for ballastless high-speed railways was proposed in this study. The feasibility of the sequential loading method in simulating train moving loads, and the boundary effect of the proposed physical model of ballastless railways, was investigated using three-dimensional finite element models. A full-scale physical model, 5 m long, 15 m wide, and 6 m high, was then established according to practical engineering design methods. Using a sequential loading system composed of eight high-performance hydraulic actuators, loads of a moving train with highest speed of 360 km/h were simulated. Preliminary experimental results of vibration velocities were presented and compared with field measurements of the Wuguang high-speed railway in China. Results showed that the experimental results coincided with the field measurements, demonstrating that the full-scale accelerated railway testing platform can simulate the process of a moving train and realistically reproduce the dynamic behaviors of ballastless high-speed railways.     

Application of the non-seismic geophysical method in the deep geological structure study of Benxi-Huanren area

Based upon 1:200,000 regional gravity and aeromagnetic data, gravity and aeromagnetic slice maps were obtained through fast Fourier transformation (FFT) upward continuation. A comparison between gravity and aeromagnetic slice maps at different depths combined with regional geological data and Magneto-Telluric sounding reveals the deep geological structure of Benxi-Huanren area and provides important information for study of the deep geological evolution process of Benxi-Huanren area. Yanshanian granitic pluton is widely distributed in this area and tends to be continuous toward depth. Significant metallogenic areas, such as Dataigou and Nanfen areas, lie above the buried granitic pluton. The Paleoproterozoic strata distribution area and the Archean strata distribution area have similar characteristics in terms of gravity anomaly. The iron-bearing formation in Anshan area is Archean supracrustal rock which was not engulfed by Archean granite. The thickness of Liaoji paleo-rift can be up to 10 km, whose lower part was intruded by Yanshanian granites. The basement of the Liaoji rift was remelted during granite intrusion in Yanshanian period.     

FLAC3D在边坡数值分析及位移监测中应用

以辽宁省岫岩县某山头边坡为例,通过槽探、钻探、大型剪切试验等多种手段,找出合理潜在滑动面。利用FLAC3D软件对该边坡进行三维数值模拟,分析应力应变关系,得出变形较大及应力集中区域,同时利用强度折减法得出边坡的安全系数,评价其稳定性。将从边坡后缘张拉裂隙上布设的位移监测点采集到的数据,与数值模拟结果进行对比分析,验证数值模拟的可靠性,为边坡抗滑设计提供依据。     

饱和黄土卸载特性影响因素研究

黄土边坡开挖过程中常遇到边坡发生变形甚至破坏的情况,不同的开挖速率导致边坡的变形特征也不相同。通过饱和黄土的卸载三轴试验,研究固结围压及卸载速率对卸载状态下饱和黄土的应力-应变特性、孔隙水压力的发展及应力路径的影响。试验表明,固结围压越大,土体破坏所需的偏应力越大,抗剪强度越大;卸载速率越大,对应的偏应力峰值越大,抗剪强度越大。卸载速率相同时,土体卸载初期的超静孔压为负值,增大至正值后孔压的增长速率在其增大过程中逐渐减小;固结围压越大,土样剪切过程中对应的孔隙水压力越大。卸载三轴试验中,土体均表现为应变软化的特性;饱和黄土破坏时的应变均为1%~3%,且固结围压越高,破坏时的应变越小。固结围压相同时,卸载速率越大,孔压增长速率越快,但孔隙水压力值越小。